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161202s2016 xx o 000 0 eng d |
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|a 9781315393810
|q (electronic bk.)
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|a 1315393816
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|z 9781138032248
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|a (OCoLC)tfe964698794
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|a GWRE
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|a TA5
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| 100 |
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|a Ali, Mohamad Al.
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|a Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and Technologies, 29 June - 1 July 2016, High Tatras Mountains, Tatranské Matliare, Slovak Republic.
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| 264 |
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1 |
|a [Place of publication not identified] :
|b CRC Press LLC :
|b CRC Press,
|c 2016.
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| 300 |
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|a 1 online resource.
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|a Cover; Half Title; Title Page; Copyright Page; Table of Contents; Committees; Preface; Part A: Computer simulation and modeling, Mechanics and dynamics, and Reliability and durability of structures; Drift design approach for steel tall buildings according to Eurocode 3; Weldability estimation of steels for hot work by the CCT diagrams; Resistance of flat slabs by different applications of concentrated load; Parameters of various timber-concrete composite connection systems.
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8 |
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|a Plastic resistance of IPE-section to interaction of bending internal forces My, Ed, Vz, Ed and torsion internal forces BEd, T., Ed and Tt, EdPlastic resistance of H-section to interaction of bending moment My, Ed and bimoment BEd; Experimental investigations of glass plates; The reliability of slender concrete columns subjected to a loss of stability; The cracking of prestressed girders influenced by decreased bond of tendons; EUGLI imperfection method for columns with varying cross-sectional parameters -- numerical solution; Analysis of passive and active Levy cable dome.
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| 505 |
8 |
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|a Application of system identification on a steel footbridge across the Little Danube RiverNon-linear analysis of concrete slender columns; Numerical solution for rotational stiffness of RHS tubular joints; Overall imperfection method for beam-columns; Punching resistance of column basis; Identifying the causes of failure using Bayesian networks; Risk-based target reliability; Experimental analysis of a composite steel-concrete slab; Reduction of computational operations in the DOProC method; Optimum design of a cellular shell structure of a belt-conveyor bridge.
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| 505 |
8 |
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|a Analysis of stress inside the sandwich composite structureResistance of timber structures exposed to fire; Local buckling of rectangular steel tubes filled with concrete; Experimental study of a four-point bending test on CLT deep beams; Aerodynamic analysis and improvements of a solar car; Evaluation of fibre-reinforced polymer perfobond rib shear connector resistance tests; In plane buckling of frames with laced built-up members; Contact model of the fibre-matrix debonding coupling the interface damage and friction; Strain of elements reinforced by GFRP at elevated temperatures.
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| 505 |
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|a Design and realization of composite timber-concrete beamsAn investigation of glued connections with acrylate adhesives; The maximum punching shear resistance of flat slabs; Verification of experiment of vacuum loading on slab; Constitutive equations for selected rheological models in linear viscoelasticity; Simulation modeling in pipeline safety assessment; Analysis of secondary effects due to prestressing at continuous concrete beams at ultimate limit state; Adaptive tensegrity module: Description of an adaptation process; Dynamic identification of composite beam pedestrian bridges.
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|a Vendor-supplied metadata.
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| 650 |
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|a Engineering
|v Congresses.
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7 |
|a Engineering.
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|0 (OCoLC)fst00910312.
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| 655 |
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|a Conference papers and proceedings.
|2 fast
|0 (OCoLC)fst01423772.
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| 700 |
1 |
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|a Platko, Peter.
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| 856 |
4 |
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|u https://colorado.idm.oclc.org/login?url=https://www.taylorfrancis.com/books/9781315393827
|z Full Text (via Taylor & Francis)
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| 907 |
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|a .b116142959
|b 02-21-23
|c 01-22-21
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